Study of alternative containment for an unstable rail slope in the state of Pará - Brazil
DOI:
https://doi.org/10.70597/ijget.v2i1.385Keywords:
Containment, Embankments, Instability, Railways, Stabilization solutionsAbstract
Studies on landfill containment, which support structures like a railroad, still have restricted alternatives in Brazil. In 2016, in the state of Pará/ Brazil, the construction of a railway was completed. In the following year, cracks were observed on the crest of the embankment slope. The objective was to evaluate, based on geotechnical investigation, the best engineering solution to contain the instability of the slope under study, through a containment solution. From this study, to cover stability, a retaining wall can be built as a solution, which represents the best cost of implementation and maintenance during the useful life of the asset. It is also suggested that periodic technical inspections be carried out on the surface of the access road and on the sides of the railway platform.
References
Carvalho, P.A.S., 1991. Taludes de rodovias: orientação para diagnóstico e solução de seus problemas. São Paulo: IPT.
Chowdhury, R. and Rao, B.N., 2010. Probabilistic stability assessment of slopes using high dimensional model representation. Computers and Geotechnics, 37(7-8), pp.876-884. https://doi.org/10.1016/j.compgeo.2010.07.007
Griffiths, D.V. and Lane, P.A., 1999. Slope stability analysis by finite elements. Geotechnique, 49(3), pp.387-403. https://doi.org/10.1680/geot.1999.49.3.387
Magalhães, T.A. and Azevedo, C.P.B., 2016. Análise Técnica e Econômica de Estruturas de Contenção de Taludes. XVIII Congresso Brasileiro de Mecânica dos Solos e Engenharia Geotécnica. COBRAMSEG.
Nelson Júnior, I.; Nilton Filho, F. Processos de dinâmica superficial. In: Geologia de engenharia. São Paulo: ABGE, 1998. p. 131–152.
Oliveira, N.C., 2010. Soluções para a estabilização de taludes em linhas férreas. Mestrado. Universidade do Porto.
Ribeiro, F.S., 2012. Proposta de metodologia para estudos geotécnicos em projetos de pavimentos ferroviários. Mestrado. Universidade Federal de Ouro Preto.
Stochalak, J., 1974. The classification of slope deposit from engineering geological point of view. International Congress of Engineering Geology. São Paulo: IAEG. 2, pp.1-12.
Terzaghi, K., 1950. Mecanismos de escorregamento de terra. Tradução de Ernesto Pichler. São Paulo: Grêmio Politécnico.
Downloads
Published
How to Cite
Issue
Section
License
Copyright (c) 2020 International Journal of Geoscience, Engineering and Technology

This work is licensed under a Creative Commons Attribution-NonCommercial-ShareAlike 4.0 International License.
All articles published in this journal are licensed under a Creative Commons Attribution-NonCommercial-ShareAlike 4.0 International.